response and development work plan...
TRANSCRIPT
Response and Development
Work Plan Addendum
Retail Area #1
Area B: Sub-Parcel B6-2
Tradepoint Atlantic
Sparrows Point, Maryland
Prepared for:
EnviroAnalytics Group
1650 Des Peres Road, Suite 230
Saint Louis, Missouri 63131
Prepared by:
ARM Group Inc.
9175 Guilford Road
Suite 310
Columbia, MD 21046
Revision 0
February 2, 2018
ARM Project 160443M-6
Respectfully Submitted,
Taylor R. Smith T. Neil Peters, P.E.
Project Engineer Senior Vice President
ARM Project 160443M-6 i RADWP Work Plan Addendum No. 1
Rev. 0 – February 2, 2018
TABLE OF CONTENTS
INTRODUCTION.......................................................................................................................... 1 1.0
1.1. Background ............................................................................................................. 1
1.2. Objectives ............................................................................................................... 1
RADWP ADDENDUM .................................................................................................................. 2 2.0
2.1. Requirements of the Addendum ............................................................................. 2
2.2. Retail Area #1 ......................................................................................................... 3
2.2.1. General Development Protocols ................................................................. 3
2.2.2. Proposed Layout and Capping Remedy ...................................................... 3
2.2.3. Construction Worker Intrusive Work ......................................................... 4
2.2.4. Temporary Access Restrictions – Interim Measures .................................. 4
REPORTING AND IMPLEMENTATION SCHEDULE .......................................................... 6 3.0
FIGURES
Figure 1 Proposed Layout of Retail Area #1 ........................................ Following Text
APPENDICES
Appendix A Development Drawings ......................................................... Following Text
Appendix B Site Plan Drawing with Access Roads ................................... Following Text
Appendix C Sample Photograph for Temporary Fencing .......................... Following Text
ARM Project 160443M-6 1 RADWP Work Plan Addendum No. 1
Rev. 0 – February 2, 2018
INTRODUCTION 1.0
1.1. BACKGROUND
ARM Group Inc. (ARM), on behalf of EnviroAnalytics Group (EAG), has prepared this
Response and Development Work Plan (RADWP) Addendum to facilitate the construction of a
Royal Farms station designated as Retail Area #1. This retail lot is proposed for occupancy and
use on Sub-Parcel B6-2 (the Site). The construction and use of any retail lot at the Site must be
approved by the Maryland Department of the Environment (MDE) and the United Stated
Environmental Protection Agency (USEPA). The proposed major grading and utility installation
tasks for the Site were covered by the Sub-Parcel B6-2 RADWP, which is currently under
agency review for approval. The RADWP provided a Screening Level Risk Assessment (SLRA)
for the entire Site to evaluate potential risks to Composite Workers and Construction Workers.
The SLRA concluded that a capping remedy would adequately protect Composite Workers (and
site visitors) from potential future exposures once the retail lots are occupied. The SLRA also
determined the length of time that Construction Workers can perform intrusive work at the Site
before site-specific health and safety measures may be needed for worker protection.
1.2. OBJECTIVES
The RADWP specified that a brief addendum detailing the site plan for each retail lot would be
provided to the MDE and USEPA once the plans for each retail lot were finalized. The RADWP
stated that the addendum would need to include the layout of the proposed retail lot, along with
an indication of the proposed final capping remedy. The primary objectives of this document are
to allow the construction of the proposed retail lot at the Site, and to allow occupancy prior to
full implementation of the site-wide (Sub-Parcel B6-2) capping remedy. A secondary objective
of this document is to demonstrate that there are no concerns related to the proposed intrusive
work schedule for Construction Workers.
ARM Project 160443M-6 2 RADWP Work Plan Addendum No. 1
Rev. 0 – February 2, 2018
RADWP ADDENDUM 2.0
2.1. REQUIREMENTS OF THE ADDENDUM
The Sub-Parcel B6-2 RADWP provides minimum cross sections and specifications for all types
of capping remedies which may be installed during the development of each retail lot, including
requirements for any paved areas, landscaped areas, and/or stormwater ponds. The RADWP is
the primary guidance document for all future development activities associated with the retail
area. The RADWP established the following procedure to obtain agency approval to begin the
construction of each individual retail lot:
Once plans for each retail lot are finalized, the MDE and USEPA will be provided with a
brief RADWP Addendum detailing the site plan for the retail lot, along with an indication
of the proposed final capping remedy, and a discussion of any concerns related to the
intrusive work schedule (if any) associated with the construction of the applicable retail
lot. Multiple retail lots may be combined into the same addendum if the sequencing of
development is conducive to a single submission. The SLRA presented herein will serve
as the primary reference document for any future development associated with Sub-
Parcel B6-2, and addenda will be prepared and submitted to the agencies as necessary.
In addition, the proposed retail lot may be constructed and occupied prior to full implementation
of the capping remedy which is required for the entire Site. The site-wide capping remedy
throughout Sub-Parcel B6-2 is proposed to be installed using a phased approach as the individual
retail lots are designed. To facilitate the use of the proposed retail lot, interim measures are
required to protect workers and visitors, as outlined in the RADWP as follows:
Depending on occupancy opportunities prior to the completion of all retail development
phases, access restrictions or other mechanisms will be used to prevent potential
exposures to uncapped portions of the Composite Worker Area during the interim period
to temporarily prevent potential exposures until the required capping remedy is fully
implemented. With these temporary restrictions, the Composite Worker and child/youth
visitors will not be exposed to potentially impacted soils while commercial activities are
being conducted on (completed) capped portions of the Site. If occupancy of the Site is
proposed prior to full implementation of the capping remedy for the Composite Worker
Area, a detailed RADWP Addendum must be submitted to the agencies and approved
prior to use. The RADWP Addendum would need to include details of the proposed
interim measures including locations and protocols for the installation and maintenance
of the proposed remedy. The interim measures could include temporary access
restrictions (e.g., fencing) and/or temporary capping mechanisms (e.g., crushed concrete),
among other possible responses.
ARM Project 160443M-6 3 RADWP Work Plan Addendum No. 1
Rev. 0 – February 2, 2018
2.2. RETAIL AREA #1
2.2.1. General Development Protocols
The construction of the retail lot will remain subject to all development implementation
protocols outlined in the Sub-Parcel B6-2 RADWP, including but not limited to the following:
Development activities will be conducted under the property-wide Health and Safety Plan
Full-time oversight will be provided by an Environmental Professional (EP)
Soil screening requirements will be implemented as required
Erosion and sediment controls will be installed as required
Dust monitoring will be implemented as required
If dewatering is necessary, sampling and disposal will be conducted as required
The NAPL Contingency Plan will be implemented as required
Utility backfill materials must be approved by the MDE Voluntary Cleanup Program
(VCP). MDE VCP clean fill approved for commercial land use will be required at depths
and alignments where the utility trench could be considered to be part of a landscaped
cap (i.e., depths less than or equal to 2 feet). Slag or other “non-clean” approved backfill
may be used in areas where the utility trench will be covered by an additional cap.
2.2.2. Proposed Layout and Capping Remedy
Development drawings for the proposed retail lot are provided in Appendix A. As indicated in
the drawings, the proposed retail lot will include a commercial building, car wash, and multiple
fuel stations. The retail lot will be capped by paved driveways and parking areas, paved building
slabs, and landscaped areas between the paved areas. All of the cross sections for each type of
proposed capping remedy will be required to meet the minimum thicknesses given in the Sub-
Parcel B6-2 RADWP.
Outside of the defined lease boundary, ingress and egress driveways will be constructed to allow
access to and from the retail lot. As indicated in the site plan drawing provided in Appendix B,
paved drives are currently proposed along several alignments adjacent to the lease boundary.
The locations of paved ingress/egress roads are subject to agency review and approval. The
paved drives will also be subject to the minimum cap thicknesses given in the Sub-Parcel B6-2
RADWP. The major utility trenching and installation tasks will be conducted under the scope of
work described in the Sub-Parcel B6-2 RADWP. However, as shown in the site plan drawing in
Appendix B, utility tie-ins will be installed under this addendum.
ARM Project 160443M-6 4 RADWP Work Plan Addendum No. 1
Rev. 0 – February 2, 2018
2.2.3. Construction Worker Intrusive Work
As demonstrated in the Sub-Parcel B6-2 RADWP, the Site will be raised in elevation with net
fill. Only limited intrusive activities are required for the development of this retail lot, and any
such intrusive activities would be conducted through the construction fill materials placed during
the mass grading of the Site. As indicated in the site plan drawing provided in Appendix B, the
only utility work proposed under this addendum will be minor utility tie-ins. There are no
concerns for Construction Workers based on the limited scope of intrusive work required for this
development project. The SLRA presented in the Sub-Parcel B6-2 RADPW indicated that an
exposure duration of 36 days did not result in any potentially unacceptable risk or hazard.
2.2.4. Temporary Access Restrictions – Interim Measures
As stated above, agency approval is required if portions of the Site will be occupied prior to full
implementation of the capping remedy for the entire Sub-Parcel B6-2. The interim measures for
the proposed retail lot have not been selected at this time, but will consist of either 1) the
installation of perimeter fencing to prohibit access to uncapped areas of the Site or 2) a capping
remedy consisting of crushed concrete to be placed over the remaining undeveloped areas of the
Site. The installation of either interim measure would satisfy the agency requirement to address
potential exposures for a Composite Worker or visitor. The MDE and USEPA will be notified
once the interim measures (fence and/or crushed concrete) are selected. The selection of the
interim measures may depend on the sequencing and spacing of this development project in
relation to other nearby retail lots.
If a perimeter fence is selected as an interim measure, it will be constructed using non-ground
intrusive chain link temporary storm fencing. A sample photograph of the temporary fencing
which has previously been approved for use on the Tradepoint Atlantic property is included as
Appendix C. If the placement of crushed concrete is selected as an interim measure, recycled
crushed concrete sourced from the Tradepoint Atlantic property (which has been used by MCM
Construction Inc. for various redevelopment projects) will be placed in a 4-inch thick layer in all
applicable areas. Any recycled concrete must be approved as “clean” with a pile designation and
sampling results provided to the MDE for review.
Regardless of the selected interim measures, construction oversight by an EP will ensure and
document that the interim measures are built as designed and appropriate environmental and
safety protocols are followed. All construction activities, including the installation of the interim
measures, remain subject to the requirements given in the Sub-Parcel B6-2 RADWP. The EP
shall provide records to document:
Daily observations of construction activities during remedy installation
Proper remedy construction, including alignment and thickness (if applicable)
Other encountered conditions covered by the RADWP, as applicable
ARM Project 160443M-6 5 RADWP Work Plan Addendum No. 1
Rev. 0 – February 2, 2018
Regular inspections will be required to verify that there are no potential exposure risks for
Composite Workers or visitors caused by deficiencies in the interim measures. Inspections of
the interim measures will be completed at a minimum frequency of monthly. The responsible
party will perform inspections, perform maintenance of the interim measures, and retain
inspection records. If the responsible party determines that an exposure risk is present (e.g.,
missing or damaged sections of fence; exposed areas of soil or missing crushed concrete cap),
the MDE must be notified within 48 hours of the deficiency, and corrective action must be taken
within 15 business days. If a corrective action is required, the MDE notification will include
documentation of the observed conditions and the location of any repairs.
ARM Project 160443M-6 6 RADWP Work Plan Addendum No. 1
Rev. 0 – February 2, 2018
REPORTING AND IMPLEMENTATION SCHEDULE 3.0
As stated in the Sub-Parcel B6-2 RADWP, a Development Completion Report and Notice of
Readiness for Use will be prepared following construction of each proposed retail lot. In
addition to summarizing the completed capping activities, records shall be provided to document
the installation of the selected interim measures.
As specified in the preceding section, if the results of the monthly inspections of the interim
measures indicate that an exposure risk is present, the MDE must be notified within 48 hours of
the deficiency, and corrective action must be taken within 15 business days. If no deficiencies
are apparent and the interim measures do not require any substantial maintenance, the results of
the inspections may be reported to the MDE and USEPA on an annual basis. In addition, the
MDE and USEPA will be provided with a written notice at least 30 days prior to any planned
removal or modification to the proposed interim measures once they have been installed.
The proposed implementation schedule is shown below.
Task Proposed Completion Date
Anticipated RADWP Addendum Approval March 23, 2018
Permanent Capping Remedy Installation August 2018
Interim Measures Installation August 2018
Submittal of Completion Report/ September 2018
Notice of Readiness for Use*
Submittal of Interim Measures Annually Following
Inspection & Maintenance Results Interim Measures Installation
(Deficiencies reported within
48 hours)
*Notice of Readiness for Use shall be prepared by Professional Engineer registered in Maryland
and submitted with the Development Completion Report to certify that the work is consistent
with the requirements of this RADWP Addendum and the retail lot is suitable for occupancy.
FIGURES
Parcel A6
Parcel A2
Parcel A8
Parcel B21
Parcel B16
Parcel B6Parcel B22
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Retail Area #1
Access RoadsSub-Parcel B6-2BoundaryParcel Boundary
Tradepoint Atlantic
Baltimore County, MD
EnviroAnalytics Group
ARM Project 160443M-6
Sub-Parcel B6-2 RADWP AddendumProposed Layout of Retail Area #1 1
Figure
January 28, 2018
0 250 500125Feet
q
APPENDIX A
24'
97.5'
2.4'
17'12'12' 11.5'
DIESEL CANOPY
3'6'
12" Ø BOLLARDS WITH
PVC COVERS (TYP.)
9 GA. GALVANIZED (2" MESH)CHAIN LINK FABRIC. SEE
ELEVATION FOR ADDT'L INFO.
12'
25'R
46'
(32' MINIMUM)
(46' MINIMUM)
32'
6
6
15
15
ROYAL FARMSTYPE RECON 'B' (LEFT)
5,371 S.F.
10
7
20
167'-4"
40'7'-6" 25' 7'-6"
2'-1112" 11'-8"36'
5'
34.1' 58.3'
27.7'
5'R
5'R
25'R
10'R5'R
5'R 5'R
25'R
5'R
5'R
25'R
5'R
50'R
132.5'R
25'R
25'R
35'20'
20'12.3'
10.5'35'
14.5'
35'
10.5'20.4'20'
25'R
5'R
10'R
25'R
137.5'
10'
35'
28.5'
45'
5'
45' CAR WASH1,248 S.F.
58.3'
27.7'
SPECIAL EXCEPTION PLAN
11
SCALE: 1"=30'
GENERAL NOTES1. PROPERTY OWNER/DEVELOPER: TRADEPOINT ATLANTIC
1600 SPARROWS POINT BLVD
BALTIMORE, MD 212192. PARCEL(s): P318
3. TAX ACCOUNT NUMBER: 150202400
4. ACREAGE: ±3.68 ACSQUARE FOOTAGE: ±160,553 SF
GROSS AREA: ±160,553 SF / ±3.68 AC
PROPOSED ROW DEDICATION: 0 SF / 0 AC
PROPOSED NET AREA: ±160,553 SF / ±3.68 AC
5. DEED REFERENCE: 35478-379
6. TAX MAP: 111
7. CENSUS TRACT NUMBER: 45240
8. WATERSHED: BALTIMORE HARBOR
9. ELECTION DISTRICT: 15
10. COUNCILMANIC DISTRICT: 7
11. THERE ARE NO KNOWN WELL OR SEPTIC AREAS ON SITE.12. COMMUNITY PLAN: GREATER DUNDALK - EDGEMERE COMMUNITY CONSERVATION PLAN.13. REVITALIZATION PLAN: EASTERN BALTIMORE COUNTY REVITALIZATION STRATEGY .14. THIS SITE IS NOT WITHIN THE 100 YR FLOODPLAIN, PER FEMA FIRM MAPPING NUMBER
2400100555G, DATED MAY 5, 2014.
15. SITE IS NOT LOCATED IN ANY DEFICIENT AREAS ON THE BASIC SERVICES MAPS PURSUANT
TO SECTION 4A02 OF THE BCZR.
16. SITE IS NOT WITHIN A CRITICAL AREA.
17. 200 SCALE TILE NUMBER: 111A2
18. ZONING HISTORY CASE NO:
NONE
19. CURRENT ZONING - MH-IM (MANUFACTURING, HEAVY)
20. PROPOSED ZONING- PER PUD
21. SETBACKS:
PER ZONE (BUSINESS ROADSIDE, AUTOMOTIVE SERVICE):
FRONT = 50' MIN. FROM PROPERTY LINE IF ON DUAL HIGHWAY OR 25' MIN. FROM FRONT
PROPERTY LINE AND 50' MIN. FROM CENTERLINE OF ANY OTHER STREET
SIDE =30' MIN.
REAR = 30' MIN.
PER SPECIAL REGULATION - FUEL SERVICE STATIONS
MAIN STRUCTURE = 35' MIN.FROM STREET RIGHT OF WAY
FUEL PUMP = 25' MIN. FROM STREET RIGHT OF WAY
CANOPY = 15' MIN. FROM STREET RIGHT OF WAY
22. EXISTING LAND USE: OPEN AREA
23. PROPOSED LAND USE: CONVENIENCE STORE, CARRYOUT, CAR WASH & GASOLINE / DIESEL
FUELING STATION.
24. PROPOSED BUILDING HEIGHT:
CONVENIENCE STORE = 32.33'
ROLL-OVER CAR WASH = 15.38'
GASOLINE/DIESEL CANOPY = 19'
25. PROPOSED DEVELOPMENT TO BE SERVED BY PROPOSED PUBLIC WATER AND SEWER:
26. PROPOSED LANDSCAPING WILL COMPLY WITH THE BALTIMORE COUNTY LANDSCAPE
MANUAL REQUIREMENTS.
27. ANY FIXTURE USED TO ILLUMINATE AN OFF-STREET PARKING AREA SHALL BE SO ARRANGED
AS TO REFLECT THE LIGHT AWAY FROM ADJACENT RESIDENTIAL SITES AND PUBLIC
STREETS.
28. PROPOSED SIGNAGE SHALL COMPLY WITH SECTION 450 BCZR, ALL ZONING POLICIES, AND
ANY ZONING VARIANCE GRANTED.
29. OPEN SPACE: NOT REQUIRED.30. BUILDING FLOOR AREA:
CONVENIENCE STORE = 2,585 SF
RESTAURANT USE (INCLUDING OUTDOOR SEATING) = 2,740 SF
SERVICE STATION USE = 705 SF
ROLL-OVER CAR WASH = 1,388 SF
31. FLOOR AREA RATIO: 7,418 SF / 105,042 SF = 0.71 (2.0 PERMITTED)
32. SITE AREA REQUIREMENTS FOR COMBINATION USES:
20 FUELING STATIONS @ 1500 SF / EACH = 30,000 SF
ADDITIONAL SITE AREA FACTOR:
1 ATM x 1000 SF = 1000 SF
4 x 2,858 = 11,432 SF SITE AREA FOR CONVENIENCE STORE USE
6 x 2,740 = 16,440 SF SITE AREA FOR RESTAURANT USE
52,872 SF SITE AREA REQUIRED < 105,042 SF SITE AREA PROVIDED33. PARKING REQUIRED:
CONVENIENCE STORE USE
2,585 SF @ 5/1000 = 13
RESTAURANT USE
2,065 SF @ 16/1000 = 33
OUTDOOR SEATING
675 SF @ 16/1000 = 11
SERVICE STATION USE (705 SF)
MAXIMUM EMPLOYEES PER SHIFT = 4
ATM = 1
ROLL-OVER CAR WASH
1TUNNEL @ 2/TUNNEL (DRYING) = 2
2 VACUUM CLEANER UNITS @ 1/UNIT = 2
2 ADDITIONAL SPACES PER TUNNEL = 2
TOTAL REQUIRED = 68
TOTAL PROVIDED = 83
34. PARKING SPACE DIMENSIONS:
TYPICAL SPACE = 9' x 20'
HANDICAP SPACE = 8' x 20' (with B' access aisle strip between spaces)
VACUUM CLEANER SPACE = 12' x 20'
VICINITY MAP
SCALE: 1" = 2000'
LEGEND
EXISTING BOUNDARY
EXISTING TREE LINE
EXISTING WSSC EASEMENT
EXISTING EDGE OF PAVEMENT
EXISTING OVHD ELECTRIC
EXISTING BUILDING
EXISTING ADJACENT PROPERTY LINE
PROPOSED CURB
PROPOSED BUILDING
SHEET MATCH LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING WATER EASEMENT
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED PROPERTY LINE
PROPOSED ROAD CENTERLINE
EXISTING SANITARY SEWER EASEMENT
EXISTING SANITARY SEWER
EXISTING WATER
210
212
PROPOSED SANITARY SEWER
PROPOSED WATER
PROPOSED LIMIT OF DISTURBANCE
PROPOSED STORM DRAIN
PROPOSED PUBLIC UTILITY EASEMENT
PROPOSED STORM DRAIN EASEMENT
PROPOSED SWM EASEMENT
PROPOSED PRIVACY FENCE
MARYLAND DEPARTMENT OF ENV.
NON-WOODY BUFFER
PROPOSED TRENCH DRAIN
321
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www.dewberry.com301.663.3679 (FAX)301.663.3158OWINGS MILLS MD 21117SUITE 30010461 MILL RUN CIRCLE
ROYAL FARMSATTN.: JEFF BAINBRIDGE
3611 ROLAND AVENUE
BALTIMORE, MD 21211
P: 410.889.0200 X 158
PLAN TOACCOMPANY
DRC REQUEST
PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME, ANDTHAT I AM A DULY REGISTERED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATE
OF MARYLAND, LICENSE NO. 3412EXPIRATION DATE: JULY 24, 2017.
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25'R
6
6
15
15
ROYAL FARMSTYPE RECON 'B' (LEFT)
5,371 S.F.
10
7
20
5'R
5'R
25'R
10'R5'R
5'R 5'R
25'R
5'R
5'R
25'R
5'R
50'R
132.5'R
25'R
25'R
25'R
5'R
10'R
25'R
45' CAR WASH1,248 S.F.
11
SCALE: 1"=30'
VICINITY MAP
SCALE: 1" = 2000'
LEGEND
EXISTING BOUNDARY
EXISTING TREE LINE
EXISTING WSSC EASEMENT
EXISTING EDGE OF PAVEMENT
EXISTING OVHD ELECTRIC
EXISTING BUILDING
EXISTING ADJACENT PROPERTY LINE
PROPOSED CURB
PROPOSED BUILDING
SHEET MATCH LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING WATER EASEMENT
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED PROPERTY LINE
PROPOSED ROAD CENTERLINE
EXISTING SANITARY SEWER EASEMENT
EXISTING SANITARY SEWER
EXISTING WATER
210
212
PROPOSED SANITARY SEWER
PROPOSED WATER
PROPOSED LIMIT OF DISTURBANCE
PROPOSED STORM DRAIN
PROPOSED PUBLIC UTILITY EASEMENT
PROPOSED STORM DRAIN EASEMENT
PROPOSED SWM EASEMENT
PROPOSED PRIVACY FENCE
MARYLAND DEPARTMENT OF ENV.
NON-WOODY BUFFER
PROPOSED TRENCH DRAIN
321
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B
A
SHEET NO.
KEY PLAN
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SCALE
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APPROVED BY
CHECKED BY
REVISIONS
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DATE
PROJECT NO. 50088810
OF
DEVELOPER/APPLICANT
WWB
JCL
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NOVEMBER 2017
2
Engineers INCDewberry
ROYAL FARMSATTN.: JEFF BAINBRIDGE
3611 ROLAND AVENUE
BALTIMORE, MD 21211
P: 410.889.0200 X 158
LANDSCAPEPLAN
PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME, ANDTHAT I AM A DULY REGISTERED LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATE
OF MARYLAND, LICENSE NO. 3412EXPIRATION DATE: JULY 24, 2017.
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LANDSCAPE REQUIREMENTS
CONDITION ELEMENT WIDTH / LOCATION RATE
LINEAR FEET (LF)
PLANTING UNITS (PU)
REQUIRED
PLANTING UNITS (PU)
PROVIDED
A
ADJACENT ROAD
BETHLEHEM BLVD.
RIGHT OF WAY 1 PU / 40 LF 544 14 0*
A
ADJACENT ROAD
PENINSULA EXPRESSWAY
RIGHT OF WAY 1 PU / 40 LF 246 6 3
A
ADJACENT
WAREHOUSE ROAD
RIGHT OF WAY 1 PU / 40 LF 446 11 3
A
ADJACENT
UNNAMED ROAD
RIGHT OF WAY 1 PU / 40 LF 132 3 3
A INTERIOR ROAD DRIVEWAY 1 PU / 20 LF 169 8 8
A INTERIOR ROAD DRIVEWAY 1 PU / 20 LF 31 2 2
A INTERIOR ROAD DRIVEWAY 1 PU / 20 LF 51 3 3
A INTERIOR ROAD DRIVEWAY 1 PU / 20 LF 61 3 3
B
PARKING ADJACENT TO
PUBLIC ROAD (CLASS B)
6' STRIP 1 PU / 15 LF 144
CONDITION 'K' MORE
STRINGENT
0
B
PARKING ADJACENT TO
PUBLIC ROAD (CLASS B)
6' STRIP 1 PU / 15 LF 90
CONDITION 'K' MORE
STRINGENT
0
B PARKING LOT INTERIOR
7% OF PARKING LOT
AREA (3,289 SF)
1 PU / 12
SPACES
83 SPACES 7 7 AND 7%
F
DRIVE THRU LANES
ADJACENT TO PUBLIC
RIGHT OF WAY
6' STRIP 1 PU / 20 LF 253 13 13
K
ADJACENT TO PUBLIC
ROAD - BETHLEHEM BLVD.
(CLASS B)
10' STRIP 1 PU / 15 LF 544 36 36
K
ADJACENT TO PUBLIC
ROAD - PENINSULA
EXPRESSWAY
(CLASS B)
10' STRIP 1 PU / 15 LF 246 16 16
K
ADJACENT TO PUBLIC
ROAD - WAREHOUSE ROAD
(CLASS B)
10' STRIP 1 PU / 15 LF 446 30 30
K
ADJACENT TO PUBLIC
ROAD - UNNAMED ROAD
(CLASS B)
10' STRIP 1 PU / 15 LF 132 9 9
K
ADJACENT TO
COMMERCIAL
6' STRIP 1 PU / 10LF 125 13 13
K
ADJACENT TO
COMMERCIAL
6' STRIP 1 PU / 10LF 282 28 28
TREES BOTANICAL NAME / COMMON NAME CONT CAL / HT
LI Lagerstroemia "Natchez' / 'Natchez' Crape Myrtle B & B 7' - 9' Ht. 1.5" CAL
GT Gleditsia triacanthos inermis `Sunburst` / Sunburst Common Honeylocust B & B 2.5"Cal
LS Liquidambar styraciflua `Rotundiloba` TM / Round-Lobed Sweet Gum B & B 2.5"Cal
UA Ulmus americana `Valley Forge` / American Elm B & B 2.5"Cal
SHRUBS BOTANICAL NAME / COMMON NAME SIZE HT
HD Hypericum densiflorum `Creel`s Gold` / Bushy St. John`s Wort 5 gal 24"-36"
IG Ilex glabra `Shamrock` / Inkberry 5 gal 24"-36"
MM Myrica pensylvanica `Morton` / Silver Sprite Bayberry 5 gal 24"-36"
RR Rosa x `Radtko` / Double Knock Out Rose 5 gal 24"-36"
VM Viburnum dentatum `Blue Muffin` / Southern Arrowwood 5 gal 24"-36"
GROUNDCOVER BOTANICAL NAME / COMMON NAME CONT SPACING
LM Liriope muscari `Big Blue` / Big Blue Lilyturf 4"pot 18" o.c.
ON-SITE PLANTINGS
PLANT SCHEDULE
AC Amelanchier canadensis / Serviceberry B & B 7' - 9' Ht. 1.5" CAL
TO Thuja Occidentalis 'Nigra' / Dark Green Arborvitae B & B 2.5"Cal
APPENDIX B
W
WW
WWW
WW WW
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
TP
TP
D
D
D
D
D
S
S
S
S
S
S
S
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
TINMILL CANAL
PEN
INSU
LA E
XPW
Y -
MD
RTE
. 157
BETHLEHEM BLVD - MD RTE. 158
BETHLEHEM BLVD - MD RTE. 158
TINMILL CANAL
BETHLEHEM BLVD - MD RTE. 158
BALTIMORE BELTWAY - I-695
BALTIMORE BELTWAY - I-695
PART OFMAP 111, GRID 14
PARCEL 318LANDS N/F
SPARROWS POINT TERMINAL, LLCD.B. 35478, PG. 379
PART OFMAP 111, GRID 14
PARCEL 318LANDS N/F
SPARROWS POINT TERMINAL, LLCD.B. 35478, PG. 379
PART OFMAP 111, GRID 14
PARCEL 318LANDS N/F
SPARROWS POINT TERMINAL, LLCD.B. 35478, PG. 379
PART OFMAP 111, GRID 14
PARCEL 318LANDS N/F
SPARROWS POINT TERMINAL, LLCD.B. 35478, PG. 379
PART OFMAP 111, GRID 14
PARCEL 318LANDS N/F
SPARROWS POINT TERMINAL, LLCD.B. 35478, PG. 379
TINMILL CANAL
PROP. SAWCUT
PROP. SAWCUT
FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFP
FPFP
FPFP
FPFP
FP
FPFP
FPFP
FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP
PROP. LEASE AREA
PROP. LEASE AREA
24+0025+00
26+0027+00
28+0029+00
30+00
23+5024+50
25+5026+50
27+5028+50
29+50PROP. 12" C-900DR-18 PVC W/L B2
12
109
1110
14
13
12
12
13
1213
13 1211
12
13
13
12
131211
13
13
1313
12
1211
12
12
12
13
13
13
13
1112
10
12
1212
11
1212
13 121211
11
1112
13
1312
13
12
11
11
12
13
13
13
14
14
13
13
13
14
15
16
17
18
PROP. 3" W/L STUB
PROP. 12" STORMDRAIN STUB
PROP. 6" SANITARYSEWER STUB
10
12 12
10
1111
1816
15
14
13
1111
11
11
12
12
12
12
12
W
111012
11
5'R
5'R10'R
5'R
5'R
5'R
25'R
5'R
5'R
25'R5'R
50'R
132.5'R
25'R
25'R
25'R
5'R
CONSTRUCTIONNOT APPROVED FOR
This
draw
ing an
d/or f
ile ha
s bee
n pre
pare
d by B
ohler
Eng
ineer
ing at
the r
eque
st of
the P
rojec
t Own
er or
his R
epre
senta
tive a
nd is
being
prov
ided s
olely
as a
conv
enien
ce to
the r
ecipi
ent. B
ohler
Eng
ineer
ing m
akes
no re
pres
entat
ion re
gard
ing th
e suit
abilit
y for
the i
ntend
ed us
e by t
he re
cipien
t. Fur
ther,
Bohle
r Eng
ineer
ing m
akes
no re
pres
entat
ion re
gard
ing fit
ness
of th
e elec
tronic
file f
or an
y par
ticula
r pur
pose
, or s
uitab
ility f
or us
e with
any s
oftwa
re or
hard
ware
. It is
the r
ecipi
ent's
oblig
ation
to un
derst
and t
he de
sign i
ntent
and t
o use
this
digita
l data
appr
opria
tely.
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\16\MD1620661\DRAWINGS\EXHIBITS\MDE - NORTH SIDE CGU ROFO\MD1620661EX0.DWG PRINTED BY: DHANEY 1.23.18 @ 9:20 AM LAST SAVED BY: DHANEY
MD1620661AGE/RMS
MJG1/11/18
1
NORTH SIDERETAIL CGU
RETAIL AREABETHLEHEM BLVD (MD RTE. 158)
TAX MAP 111, PARCEL 318BALTIMORE, MD 21219BALTIMORE COUNTY
C A L L B E F O R E Y O U DI G
D IG W
I T H C . A . R .E.
THE FOLLOWING STATES REQUIRE NOTIFICATION BYEXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TODISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811(WV 1-800-245-4848) (PA 1-800-242-1776) (DC 1-800-257-7777)(VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555)
TM
901 DULANEY VALLEY ROAD, SUITE 801TOWSON, MARYLAND 21204
Phone: (410) 821-7900Fax: (410) 821-7987
THE
INFO
RMAT
ION,
DES
IGN
AND
CONT
ENT O
F THI
S PL
AN A
RE P
ROPR
IETA
RY A
ND S
HALL
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BE
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ED O
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OR W
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NEER
ING.
ONL
Y AP
PROV
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IGNE
D AN
D SE
ALED
PLA
NS S
HALL
BE
UTILI
ZED
FOR
CONS
TRUC
TION
PURP
OSES
©
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BOH
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NEER
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ELEVATIONS BASED ON NAVD 88,COORDINATES AND MERIDIAN ARE BASED ONTHE MARYLAND COORDINATE SYSTEM (MCS)
PER MONUMENTS BCO #1433 AND GIS 2
1"= 60'
0 60153060
1" = 60'EX
C-401
NORTH SIDERETAIL CGU
APPENDIX C
Non-Ground Intrusive Chain Link Temporary Storm Fencing
Sample Photograph
Provided by Tradepoint Atlantic on January 5, 2018